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  <titleInfo>
    <title>Shallow-flow over curved beds</title>
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  <name type="personal">
    <namePart>Sivakumaran, Nagalingam Subramaniam</namePart>
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  <name type="personal">
    <namePart>Banks, Robert B.</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Tawatchai Tingsanchali</namePart>
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      <roleTerm type="text">Co-Chairperson</roleTerm>
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  <name type="personal">
    <namePart>Hosking, Roger J.</namePart>
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      <roleTerm type="text">Examination Committee</roleTerm>
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  <name type="personal">
    <namePart>Arbhabhirama Anat</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>His Majesty the King of Thailand</namePart>
    <role>
      <roleTerm type="text">Scholaship Donor</roleTerm>
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  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1981</dateIssued>
    <issuance>continuing</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <physicalDescription>
    <extent>72 p.</extent>
  </physicalDescription>
  <abstract>General equations are derived for shallow- flow over a two-dimensionally curved bed; the Saint-Venant and the recent Dressler equations are recovered as special cases. The concept of Froude number is generalised, and the validity of the Dressler equations discussed. The Dressler equations are solved for steady flow, including transition profiles. Application of these equations to a tested spillway crest reproduces its head-discharge relationship and the pressure distribution in remarkable agreement with  the experimental data. Predictions for a spillway toe also compare with earlier theory and experiment. Finally, new experiments were carried out for steady flow over a symmetric and an unsymmetrical profile ,and the Dressler equations are found to be applicable in the range -2 &lt;  Kh &lt; 0.54 (K denotes bed curvature, denotes the flow depth normal to the bed) for steady frictionless flow over curved beds. Roll waves in curved bed open channel s and formal extension of the Dressler equations to higher order are briefly discussed in appendices. </abstract>
  <note>A Dissertation submitted in partial fulfilment of the requirement for the Degree of Doctor of Engineering, School of Engineering and Technology</note>
  <note>Thesis (Ph.D.) - Asian Institute of Technology, 1981</note>
  <subject authority="lcsh">
    <topic>Multiphase flow</topic>
    <topic>Mathematical models</topic>
  </subject>
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    <titleInfo>
      <title>Dissertation ; no. WA-81-02</title>
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      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B21425</identifier>
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